The Tensile Capacity Of Bored Piles In Frictional Soils

Research output: Contribution to journalJournal articlepeer-review

5 Citations (Scopus)

Abstract

Three series of 10 piles each were installed in two different locations. The length of the piles varied from 2 to 6 m and the diameters were 14 and 25 cm. The piles were constructed above the groundwater table using continuous flight augers and the concrete was placed by gravity free fall. The piles were tested to failure in axial uplift and the load-displacement relations were recorded.
Original languageEnglish
JournalCanadian Geotechnical Journal
Volume45
Issue number12
Pages (from-to)1715-1722
Number of pages8
ISSN0008-3674
DOIs
Publication statusPublished - 2008

Keywords

  • Bored Piles
  • Geotechnics
  • Drilled Shafts
  • Sand
  • Uplift
  • Earth Pressure Coefficient
  • Unit Skin Friction

Fingerprint

Dive into the research topics of 'The Tensile Capacity Of Bored Piles In Frictional Soils'. Together they form a unique fingerprint.

Cite this